长大引水隧洞灌浆施工措施的优化  

Optimization of grouting construction measures for long and large diversion tunnels

作　　者：陈敏 李泉 王宏刚 钟久安 李强 臧鹏 Chen Min;Li Quan;Wang Hong-gang;Zhong Jiu-an;Li Qiang;Zang Peng(China Power Construction Zhenchong Construction Engineering Co.,Ltd.,Beijing 100102,China;State Power Investment Group Yunnan International Power Investment Co.,Ltd.,Kunming Yunnan 650228,China;Sichuan Gongtuo Geotechnical Technology Co.,Ltd.,Chengdu Sichuan 610073,China)

机构地区：[1]中电建振冲建设工程股份有限公司,北京100102 [2]国家电投集团云南国际电力投资有限公司,云南昆明650228 [3]四川共拓岩土科技股份有限公司,四川成都610073

出　　处：《西部探矿工程》2023年第9期184-187,共4页West-China Exploration Engineering

摘　　要：长大引水隧洞灌浆工程通常具有规模大、洞线长、强度高、干扰大、质量标准高等特点。对其灌浆工程施工措施的优化,发现优化措施可提高施工效率。可为类似的长大隧洞灌浆施工提供一定的借鉴。The grouting engineering of long and large diversion tun⁃nels usually has the characteristics of large scale,long tunnel,high strength,large interference,and highly quality standards.The opti⁃mization of grouting engineering construction measures has been found to improve construction efficiency and provide a certain refer⁃ence for the grouting construction of similar long tunnels.

关 键 词：长大隧洞 灌浆 措施 进度 高强度 

分 类 号：U416[交通运输工程—道路与铁道工程]